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Steel Beam <br />LIC# : KW-06019495, Build:20.23.11.13 Reliant Land Services (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:CHECK (N) TS5X5X1/4 DOOR JAMB POST <br />Project File: Nuwave T-Mobile_2022 CBC.ec6 <br />Project Title: <br />Engineer: <br />CODE REFERENCES <br />Material Properties <br />Analysis Method : <br />ksi <br />Bending Axis :Major Axis Bending <br />Completely Unbraced <br />Load Resistance Factor Design Fy : Steel Yield :45.0 ksi <br />Beam Bracing :E: Modulus :29,000.0 <br />.Service loads entered. Load Factors will be applied for calculations.Applied Loads <br />Beam self weight NOT internally calculated and added <br />Uniform Load : D = 0.010, W = 0.0470 ksf, Tributary Width = 3.0 ft, (SCREEN WIND) <br />Point Load : W = 0.70 k @ 5.0 ft, (HZ GIRT) <br />.Design OKDESIGN SUMMARY <br />Maximum Bending Stress Ratio =0.199 : 1 <br />Load Combination +1.20D+W <br />Span # where maximum occurs Span # 1 <br />1.235 k <br />Mn * Phi : Allowable 19.879 k-ft Vn * Phi : Allowable <br />HSS5x5x3/16Section used for this span <br />Span # where maximum occurs <br />Location of maximum on span <br />Span # 1 <br />Load Combination +1.20D+W <br />37.868 k <br />Section used for this span HSS5x5x3/16 <br />Mu : Applied <br />Maximum Shear Stress Ratio =0.033 : 1 <br />0.000 ft <br />3.963 k-ft Vu : Applied <br />0 <360 <br />1067 <br />Ratio =0 <180 <br />Maximum Deflection <br />Max Downward Transient Deflection 0.156 in 766Ratio =>=360 <br />Max Upward Transient Deflection 0 in Ratio = <br />Max Downward Total Deflection 0.112 in Ratio =>=180 <br />Max Upward Total Deflection 0 in <br />Span: 1 : W Only <br />n/a <br />Span: 1 : +D+0.60W <br />n/a <br />.Maximum Forces & Stresses for Load Combinations <br />Span # <br />Max Stress Ratios <br />M V max Mu -max Mu +Rm VnxMu Max Phi*Mnx Cb VuMaxMnx Phi*VnxSegment Length <br />+1.40D <br />Dsgn. L = 10.00 ft 1 0.026 0.006 0.53 0.53 22.09 19.88 1.14 1.00 0.21 42.08 37.87 <br />1 0.023 0.005 0.45 0.45 22.09 19.88 1.14 1.00 0.18 42.08 37.87 <br />1 0.111 0.019 2.21 2.21 22.09 19.88 1.20 1.00 0.71 42.08 37.87 <br />1 0.199 0.033 3.96 3.96 22.09 19.88 1.21 1.00 1.24 42.08 37.87 <br />1 0.194 0.031 3.85 3.85 22.09 19.88 1.21 1.00 1.19 42.08 37.87 <br />1 0.017 0.004 0.34 0.34 22.09 19.88 1.14 1.00 0.14 42.08 37.87 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />W Only 1 0.1565 5.029 0.0000 0.000 <br />. <br />9/10 201 E MacArthur <br />Blvd3/13/2025